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SITE PL&N <br /> Apolicatinng <br /> Received <br /> SHEET INDEX: <br /> 1 PHASE I SITE PLAN PROPOSED BUILDING INFORMATION w <br /> 2 PHASE II SITE PLAN STRUCTURE HIGHEST OVERALL EMPLOYEES <br /> PROPOSED USE GFA (S.F.) c <br /> NUMBER FLOOR HEIGHT (EST.) FRENCH <br /> B1 GUARD SHACK 120 1 11'-0" 3 PER DAY <br /> T <br /> ti <br /> yC-1 <br /> SI TE <br /> z <br /> G <br /> U <br /> A w <br /> � a <br /> 0 <br /> 0 <br /> w0 O <br /> 0 <br /> VICINITY MAP <br /> NOT TO SCALE <br /> SITE PLANS <br /> FOR <br /> FRENCH CAMGOLDEN STATE T CKP SLOUCH <br /> S8 58, <br /> 43"W 1127 <br /> LLC <br /> S5 29'43"W 98.54' '��� <br /> TE INAL <br /> S10-49243" <br /> IN <br /> 10 49,43"W •Dc�1��� <br /> 247.17 � 147 E. FRENCH CAMP RD <br /> PP s <br /> SS, <br /> FRENCH CAMP, CA 95231 <br /> sP OWNER INFORMATION: <br /> GOLDEN STATE TRUCK TERMINAL, LLC <br /> 27.78' <br /> / 17"E 1706 W. WOODWARD AVENUE <br /> 27'78' MANTECA, CA 95337 <br /> APPLICANT INFORMATION: <br /> GOLDEN STATE TRUCK TERMINAL, LLC <br /> SP JASWINDER SINGH <br /> 5 / ss 1706 W. WOODWARD AVENUE <br /> MANTECA, CA 95337 <br /> (510) 565-4559 <br /> PROPERTY INFORMATION: <br /> PROPERTY AREA: 26.10 ACRES <br /> Q <br /> 00, PROJECT AREA: 3.89 ACRES <br /> P� PP <br /> �j S37'41'17"E f APN: 193-070-03 <br /> 40.00 ss PARKING INFORMATION: <br /> PHASE LINE �z � TRUCK PARKING: 50 (12'X70') <br /> PROP. 10' AUTO PARKING: 1 (9'X20') <br /> 1 <br /> .y .. . . : . : <br /> 1 ADA <br /> . . . . . . . . . . LANDSCAPEySTRIP <br /> . <br /> NOTES. <br /> 1. DRIVEWAY IS RIGHT IN, RIGHT OUT ONLY. <br /> w : :: ':; _: . 2. STORMWATER INFILTRATION BASIN IS SUBJECT <br /> Z TO CHANGE PER GEOTECHNICAL REPORT. <br /> . . . . . . 17 : PROP. WELL <br /> :. <br /> w :. .: . . <br /> 00 N .� <br /> 106 s {~' <br /> S 4 :75': :: :: ;: . : 12. <br /> . :: : . <br /> PHASE LINE <br /> B1 PROP. 120 SF GUARD <br /> "o PROP. VERTICAL CURB -'- - ❑ <br /> h ; :;:: :: : :1 027:9:4 :: :::: : ::::: :: : .:. :'�:: . SHACK WITH A RESTROOM <br /> / <br /> PROP. STORMWATER INFILTRATION BASIN I ::: ::::;: : = . <br /> TOTAL DEPTH=8.50' t--8- <br /> SLOPE <br /> figSLOPE 2:12 <br /> 29 . . . :: . . . . : . 0 �...9 <br /> 59 75' <br /> : 12' PROP. <br /> PROP. CHAIN . : 5' WIDE PATH OF TRAVEL PP SEPTIC <br /> LINK FENCE µ DESIGNED O. <br /> SP oE�� a 3Ho - �SP AROUND POND PP PROP. LANDSCAPE <br /> OTHERS <br /> 0 <br /> 160 <br /> 3�0 ^—SP 3No NO'51'13"E 362.75, <br /> o SCALE 1" 80 <br /> NS3E128.95 GEX. TC <br /> 50.00'NO'51'13"E 1467.54' // PROP. STRIPING FOR <br /> �,- N89'08'47"W <br /> EX. P.U.E. & EASEMENT RIGHT IN, RIGHT OUT <br /> EX <br /> FOR POLE LINES / EX. FL ABBREVIATIONS: <br /> . RAILROAD TRACKS <br /> DWY DRIVEWAY <br /> EX. EP <br /> EP EDGE OF PAVEMENT <br /> EX. EXISTING <br /> UNION PACIFIC RAILROAD — — — — — — — — _ _ _ _ _ _ FL FOG LINE <br /> GW GUY WIRE <br /> PROP. PROPOSED <br /> QO PP POWER POLE <br /> �0 P.U.E. PUBLIC UTILITY EASEMENT <br /> SP SERVICE POLE <br /> P'Q TC TOP OF CURB <br /> G <br /> -OHE-- OVERHEAD ELECTRIC LINE <br /> NEW PAVEMENT <br /> EX. PAVEMENT <br /> Q�p, ESS/ON Sip LAND so <br /> � <br /> �GNPRY C/ ��� �c,�pRY C. <br /> C op REVISIONS NO.: 4145 <br /> RM RU <br /> / UNAUTHORIZED CHANGES AND USES: WONG ENGINEERS, INC. 147 E. =RENO CAMP ROAD FRENCH CAMP SHEET <br /> z NO. DESCRIPTION DATE BY PLANNING ENGINEERING SURVEYING DATE: JUNE 2022 CALIFORNIA <br /> N0. 48717 ,;; * * THE ENGINEER PREPARING THESE PLANS WILL NOT BE <br /> Cr- EXPIRES: 9-30-2022 No. 7600 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN <br /> EX. 12-31-2022 TO OR USES OF THESE PLANS. ALL CHANGES TO THE STOCKTON, CALIFORNIA (209) 476-0011 DRAWN: SS/GC <br /> PLANS MUST BE IN WRITING AND MUST BE APPROVED BY I P H A SE I SITE PLAN <br /> q CIV1� � q � L.S. 7600 OF TWO <br /> lF OF CN OF <br /> lF OF CAV-�F� THE PREPARER OF THESE PLANS. �-1• DATE 6/30/22 R.C.E. 48717 DESIGN: WEI <br /> CHECKED: ZCW FILE 4145 <br />